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Manitowoc Grove TMS9000-2 Series - Page 34

Manitowoc Grove TMS9000-2 Series
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SAFETY INFORMATION TMS9000-2 OPERATOR MANUAL
2-18 Published 02-21-2019, Control # 611-05
Table 2-7 Awr Ratio and Permissible Wind Speed V(z) - Non-Metric
Example and Sample Calculations (Non-metric)
The following example illustrates how to calculate allowable
load while operating in wind speed (3-second wind gust
speed) above 13.4 m/s (30 mph) and maximum permissible
wind speeds with various combinations of lifted load and
wind resistance area.
NOTE: Permissible and calculated wind speeds in this
example are the 3-second wind gust speeds at
boom tip height V(z).
Example 2:
A crane is configured with:
boom length = 90 ft,
load radius = 40 ft, and
wind speed is measured at V(z) 45 mph.
The Rated Load Chart Example - Non-
metric ((Figure 2-4)), at maximum permissible wind speed,
V(z) = 30 mph, the rated lifting capacity m
(allow)
for this
configuration is 25,200 lb.
The maximum allowable wind resistance area of load is:
Awr
(allow)
= 0.0059 x m
(load)
(2.5)
Awr
(allow)
= 0.0059 x 25,200 = 149 ft
2
For the allowable wind speed > 30 mph and 45 mph,
reduce the allowable load. (), the Factor for a main boom
length of 90 ft is 0.8, thus the allowable load is:
m
(allow)
= 0.8 x 25,200 = 20,160 lb
This reduced capacity load has an allowable wind resistance
area of:
Awr
(allow)
= 0.0059 x 20,160 = 119 ft
2
Note: Permissible and rated wind speeds in this table are the 3-second gust wind speeds at boom tip height.
Ratio:
1.2 1.4 1.6 1.8 2
Maximum Permissible Wind Speed (mph)
For Rated Capacity@ 30 mph 27.4 25.4 23.7 22.4 21.2
For Allowable Capacity@ 45 mph 41.1 38.0 35.6 33.5 31.8
Lifting Limits at wind speed V(z) < 30 mph at this
configuration:
Maximum load 25,200 lb
Maximum wind resistance area of load 149 ft
2

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